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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.0 LAccepted-AOC 10 243 THURAIYUR MAIN ROAD PONNERI POST NAMAKKAL 637013 | NAMAKKAL | TAMIL NADU | 637013 | ₹16.0 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹16.3 LRejected-AOC 119 2 ERUMAPATTY BY PASS PONNARI NAMAKKAL | NAMAKKAL | TAMIL NADU | 636142 | ₹16.3 L | L2 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | Revathi Infra L2 | ASHOK CONSTRUCTION L1 |
|---|---|---|---|---|---|
| 1.00 | Earthwork excavation in all soils and sub soils except hard rock requiring blasting with initial lead and lift including re-filling the sides of foundation in layer of 15 cm thick watering , ramming ,depositing the surplus earth in the premises as directed by departmental officers etc., complete asper standard specification. as per SS 20 B TNDSS NO: 23&24VI (S2), VII 9,10 | 600 | M3 | 252 ₹1.5 L | 255 ₹1.5 L |
| 2.00 | Supplying and Deivery of 150mm dia DI K7 Pipe inluding all cost and Conveyance of all Materials to site etc complete - 160 mm dia HDPE Pipe | 300 | M3 | 1,033 ₹3.1 L | 1,050 ₹3.1 L |
| 4.00 | 160 mm dia HDPE Bend | 10 | M3 | 1,177 ₹11,770 | 1,015 ₹10,150 |
| 5.00 | 300mm dia ms pipe | 48 | M3 | 8,843 ₹4.2 L | 8,500 ₹4.1 L |
| 6.00 | Excavating of driving pit and receiving pit of size 3.00m (length) x 3.50m (breadth), depth upto 5m in all soil strata including shoring and strutting using 6mm tk MS Plate of size 3.50m x 3.50m usable for 15 operations and providing 16mm thickness MS plate of size 3.00m x 3.50m with 100mm x100mm x 12mm angles of 4m length for holding the MS plates for Thrust arrangements to receive the impacts during pushing operation of encasing pipe. Lowering the following size of MS encasing pipe by using Contractor’s crane and machineries and jointing MS pipes by welding, across the National Highways/State Highways/ Railways/Canal crossing etc and driving the horizontal bore by pushing / jacking method (trenchless technology method) using contractor’s machineries such as cranes, jacks, jacking materials, generator, welding machineries, compressor, jack hammer and other equipments etc. without interfering and causing any hindrance to the movement of traffic or any other vehicles, without any disturbances to the railway/road/canal formation etc. including bailing / pumping of water where ever necessary without affecting any installation like water supply pipeline/telephone cable, electric cables etc. passing nearby area and scooping the earth inside the pipes and pit and depositing the surplus earth in a convenient place and leveling the site after completion of entire work as directed by TWAD Engineers. The rate includes the cost of driving pit, thrust bed/wall and receiving pit to the depth of om to 2m excluding the cost of MS pipes. | 48 | M3 | 14,434 ₹6.9 L | 14,100 ₹6.8 L |
| 7.00 | Lowering of D.I Pipes and specials in the trenches and laying to proper grade and alignment and as directed by the TWAD Officers - 160 mm dia HDPE Pipe | 250 | M3 | 30 ₹7,500 | 26 ₹6,500 |
| 9.00 | 300 mm Ms Pipe | 48 | M3 | 72 ₹3,456 | 65 ₹3,120 |
| 11.00 | Re filing the excavated earth incuding all cherages etc complete | 500 | M3 | 49 ₹24,500 | 45 ₹22,500 |
Tender Value
Refer Docs
EMD Value
₹40,000
Closing Date
11 Feb 2026, 3:00 pmClosed
Executive Officer
Town Panchayat Office Mohanur
Proividing Pumping Main Pipe Line Crossing at Velur Main Road in Mohanur Town Panchayat
2026_DTP_652045_1
156/2022/A1
Open Tender
Water Supply/Equipments/Meter/Drilling/Boring
Mohanur Town Panchayat
Class IV
3 documents required · 3 mandatory
₹0
₹40,000
Mohanur Town Panchayat
16 May 2026
6 Feb 2026
12 Feb 2026
6 Feb 2026
11 Feb 2026
6 Feb 2026
6 Feb 2026 - 11 Feb 2026
10 Feb 2026
Earthwork excavation in all soils and sub soils except hard rock requiring blasting with initial lead and lift including re-filling the sides of foundation in layer of 15 cm thick watering , ramming ,depositing the surplus earth in the premises as directed by departmental officers etc., complete asper standard specification. as per SS 20 B TNDSS NO: 23&24VI (S2), VII 9,10
Supplying and Deivery of 150mm dia DI K7 Pipe inluding all cost and Conveyance of all Materials to site etc complete - 160 mm dia HDPE Pipe
160 mm dia HDPE Bend
300mm dia ms pipe
Excavating of driving pit and receiving pit of size 3.00m (length) x 3.50m (breadth), depth upto 5m in all soil strata including shoring and strutting using 6mm tk MS Plate of size 3.50m x 3.50m usable for 15 operations and providing 16mm thickness MS plate of size 3.00m x 3.50m with 100mm x100mm x 12mm angles of 4m length for holding the MS plates for Thrust arrangements to receive the impacts during pushing operation of encasing pipe. Lowering the following size of MS encasing pipe by using Contractor’s crane and machineries and jointing MS pipes by welding, across the National Highways/State Highways/ Railways/Canal crossing etc and driving the horizontal bore by pushing / jacking method (trenchless technology method) using contractor’s machineries such as cranes, jacks, jacking materials, generator, welding machineries, compressor, jack hammer and other equipments etc. without interfering and causing any hindrance to the movement of traffic or any other vehicles, without any disturbances to the railway/road/canal formation etc. including bailing / pumping of water where ever necessary without affecting any installation like water supply pipeline/telephone cable, electric cables etc. passing nearby area and scooping the earth inside the pipes and pit and depositing the surplus earth in a convenient place and leveling the site after completion of entire work as directed by TWAD Engineers. The rate includes the cost of driving pit, thrust bed/wall and receiving pit to the depth of om to 2m excluding the cost of MS pipes.
Lowering of D.I Pipes and specials in the trenches and laying to proper grade and alignment and as directed by the TWAD Officers - 160 mm dia HDPE Pipe
300 mm Ms Pipe
Re filing the excavated earth incuding all cherages etc complete
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